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Prediction of Permanent Displacement Due to Liquefaction
2008The observed shape of subsoil displacement (Sect. 24.4 and 24.7) indicated that the lateral displacement changes in a harmonic manner in the vertical direction, while the surface crust moves together with the liquefied subsoil (Sect. 24.7).
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SIMPLIFIED EVALUATION OF EARTHQUAKE-INDUCED PERMANENT DISPLACEMENTS OF SHALLOW FOUNDATIONS
Journal of Earthquake Engineering, 1997The earthquake response of shallow foundations is studied by a simple method that incorporates nonlinear behaviour at the soil-foundation interface and, unlike other simplified approaches, directly takes into account the coupling between the soil-foundation system and the superstructure.
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Influence of strong motion characteristics on permanent displacement of slopes
Landslides, 2015Landslides triggered by moderate to major earthquakes are a recognized seismic hazard. Arias Intensity (I a) is a key intensity measure of the ground motion, but significant duration is widely used to define strong motion duration.
Rana Roy +2 more
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Earthquake-induced permanent displacements of embedded cantilever retaining walls
GéotechniqueStability analysis of retaining walls in seismic areas is generally performed by calculating a safety factor against a possible mechanism of collapse. However, considering that limit conditions usually occur in some time intervals during an earthquake, a more rational approach consists in assessing the performance of the structure in terms of ...
Conte, Enrico +2 more
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Predicting Permanent Displacements of Slopes under Earthquake Loading
2014Seismic stability of the slopes are usually evaluated by using the pseudo-static method of analysis. This method provides the factor of safety, but it gives no information about the anticipated displacements. Newmark proposed the method of analysis to estimate the permanent displacements of slopes subjected to strong ground motions.
ÜLGEN, Deniz, ENGİN, H. Kürşat
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